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WS-16-1389
e� Miami Shores Village Y. 1 9 2016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 IQ r BUILDING Master Permit No. 1/�j Is PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F_]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP Ll c c CONTRACTOR DRAWINGS JOB ADDRESS: (OGO �C L �� l 7` 1'ee_4' City: Miami Shores County: Miami Dade Zip: 3 3 3 B Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: AC BFE: FFE: OWNER:Name(Fee Simple Titlp-holder): (-r- C Wooe 'Aak Phone#: —12-7-31.0 06-39 Address: A/C !o`l d s'f rw-- City: A aL. t `>kje*S State: FL_ Zip: '33/3'r Tenant/Lessee Name: fAA Phone#: Email: CONTRACTOR:Company Name: -'—Frwf V"INCE' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ f'O�l /00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: He0V*t_ e, kJA1.41+s 4V4 Jopr Specify color of color thru tile: G� Submittal Fee$ �� `�7 Permit Fee$ 01- `� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ ' Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C T (Revised02/24/2014) 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lenders Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose-property-is-swbjeet-ta attachment:-Also;-a-certified-copy of the recorded-notfce7ofcommetrcemwrit must b-e po3t&w&e—Job-r1te for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 00, Signature Signature OWNER or T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I q day of L-1A\ ,20 IG by day of 120 by lalTIN �� V Du;�9 is personally known to who is personally known to me or who has produced 0 _QIZ�IR UCEe.1 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBL NOTARY PUBLIC: Sign: Sign: Print: Print Seal: Seal: 9 LOZI£0/GO s...dx3 ao'' As. OSG95L�3 uoissiwwo�RUU a' ��' `�, Z@JeAld elpuig oa ******************* * *** APPROVED BY (>o Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) KA owliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: > r�`C 4.�oo.�l 1k) DATE: . 9)11All ADDRESS: Idbv NLr 1'q b' -f. A4A u' ILwMs.0 �L 33�33� Do hereby petition the Village of Miami Shoresto act.as myown contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications.. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one family or two-family residence.You may also build or improve a commercial building at a. cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is'a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though i do not have a license. InitialyA___ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. r� Initial �/ 3. 1 understand that,as an owner builder,l am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and-contracts. Initial1/�' 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial—A, 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial L'— 6. 1 understand that i may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initiall& Y 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.1,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as'an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that myfailure to follow these may subject to serious financial risk. Initial 9. I agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.i also understand that I may contact the Florida Construction Industry Licensing.Board at 850.487.1395 or http;//www.rnvfloridalicense.com/dbpr/pro%ilb/index,htmi Initial-1- 11. nitial1- 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 2' 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. l ' Initial �/ Licensed contractors are regulated by laws designed to protect the public.if you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may bean civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensedcontractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this � day of NN v , 20 �o By Z(O— M4ED N3 UJ( lU�who was personally known to me or who has Produced there License orh—— MlyE� as identification. ao��YPo®yA Notary pr,nlic.�tate of Florida Sindia Alvarez O R �� NOTARY ` Q.�a My Commission FF 15670'0 as no Expires 09/03!2018 iNZ)© ltd . . • ..• • • • o S, fttxso/g . ... . . . . ... vt • • •• • • • • • • •• • • ••• •• ••• • ¢ �!h /l09�is 1g.qt, ern19Az'?l4 qw� ,� p e ,� d✓ l3 ��lj�'i ay x/l4��[�as M��t T � z vi w `-moi c c; MM pack A951CMJ Aloft > CJo w ro 0r Yfc- "4e4- 0f P, .3 07 rCOca ® �V Vvjr,44i'��� Ill(�7LAS z IJ '�' Fall F 1 A 51150 �� 3���� '! � .3aS�J� 1.��-�3; � �l90 � � �np� ��i� `71r& �> FjA j401 �z� "'J t � RAMMS ENGINEERING, I C. Kd = .85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BOLDING CODE, 2014 Robert S. Monsour, P.E. FI# 11955/0006024 ASCE 7-10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND ZONE Interior& Exterior Zones (4&5-Walls) Positive Pressures CATEGODY]u BUILDINGS Exposure D For the- 175 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or TributaryArea in S uare Feet Height 0 20 30 40 50 60 ,(Ma imum 1.00 . 0.95 0.92 0.89 0.88 0.86 15 48.9 46.7 45.4 44.5 43:8 43.2 V87 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 •94! 50 60.3 57.6 56.0 54.9 54.0. 053'3 •:6 60 62.2 59.4 57.8 56.6 .. ..• Interior Zone (4-Walls) Negative Pressures '•" 0* ". Exposure D For the 175 mph Wind Zone WITH . -#uS • Effective Wind Area or, Tributary Area in S uarq Feet . .•i Height 10 20 30 40 90 60 •• •:• Maxi um -1.10 -1.05 -1.02 -0.99 -0:98.'. -0.96 • .�: -50.9 -49.6 -48.7 -479 • •'-•dT • 20 -55.6 . -53.3 -52.0 -51:0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 - -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7 -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -64.1 1 50 -80.8 -75.3 -72.1 -69.9' -68.1 -66.7 60 -83.3 -77.7 -74.4 -72.1 1 -70.3 -68 Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichever is s , but not,less than 4% of least horizontal dimension or 3 ft. (h = mean roof height i f t) o AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Y MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Labrador&Fundora Corp dba V&V Windows 2355 W 411 Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Cbbl%including . . ...... the High Velocity Hurricane Zone. •••• ....•e• •• DESCRIPTION: Series 11300" Outswing Glazed Aluminum Door w/wo Sidelite or doo-o 4wo Tra$so&-LMI Geese* APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminuffi! h t*—Swing Ebtrance Aq(V.: (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2(TM prepar**del0yeA1—F1rooq Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami—Dade County PrgtjugtGContrgl I1.e0vision s1�pe• with the Notice of Acceptance number and Expiration.date by the Miami—Dade County Pro& #ControM4410n. ...... MISSILE IMPACT RATING:Large and Small Missile Impact •""' s• Limitations: 0 :00.:0 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.LAvDgsign P des jure front G G e e doors or mullion shall control when doors are mulled(w/wo Reinforcements). •s G• 2. Door w/transom is limited to max. 25-1/2"h Transom. 3. The maximum positive exterior DP shall be f 66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ft,nor panel tested area and max.Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews&revises#12-0113.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0310.05 MIAMr•DADECOUNTY Expiration Date: September 01,2020 Approval Date: September 10,2015 a1`�\15 Page 1 Labrador&Fundora Cory dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W1048 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom& sidelites,prepared by American Test Lab of South Florida,Inc.,Test Report No.ATLSF-0403.02--08,dated 01/18/10,signed and sja t+e y William R.Mehner,P. E.,Henry Hattem,P. E. and Edmundo J.Larga'esjidt a,P.E!•*0• ••• • C. CALCULATIONS "" •• •••••• 1. Anchor verification calculations and structural analysis,complying i'191FFBC-.�0f 4(51fi •••• Edition),prepared by Al Farooq Corporation,dated 02/18/15 and1astj;6Mseci dd'RZJG 1 ,....• 2015, signed and sealed by Javad Ahmad,P.E. ' ...... . .. ..... 2. Glazing complies w/ASTMS-1300-02,04 and-09 '• •• 0000 ••••;• D. QUALITY ASSURANCE . . . . ...... 1. Miami Dade Department of Regulatory and Economic Resources OTA. • E. MATERIAL CERTIFICATIONS. •..• ; 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont)for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"Edition) and letter of no financial interest,prepared by Al Farooq Coiporation, dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D.Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises &renews#12-0113.02,expired on 09/01/15. 2. Test proposals#07-3564&test proposal dated 10/20/08 app ove`d�by BC O. Ishaq I.Chanda;P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date:September 01,2020 Approval Date: September 10,2015 E-1 4.V � a z p } �0 18 �o V� n °o Iia YRODUC f REVISED dI & ra wwPtYlat NTtA IMA pork► • eft CDM ; EMNwM�Delcf �GJ/Q•Of IL 2• aTxo,rau ce.ItW o a J � 1 THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Is SHUTTERS ARE NOT REQUIRED. c3 Li ALUMINUM OUTS9VING ENTRANCE DOOR 8 SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/o TRANSOM SEE SHEET 2. z c 0 a SINGLE(0/X) AND DOUBLE(O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. i c SINGLE (0) SIOELITE SEE SHEET 4. 5 S SINGLE AND DOUBLE LEAF DOORS WITH SiDELITES SEE SHEET S. o B> LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR v`o AS SIDELTTE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. .a a i 1/8'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION -90 x .090'Interlayer .090•Interlayer RESISTANCE IS REQUIRED. o Butocite PVB Butocite PVB By'Kuraray Americo,Ina.' By'Kumray America,Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/8'HEAT STREN'D GLASS 3/16'HEAT STREN'0 CLASS HURRICANE ZONE(HVHZ). fBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY u SILICONE DOWSILIC99 TO TRANSFER LOADS TO THE STRUCRIRE. c$12 DOW 995 DOW 995 �£P PECORA 895 PECORA 895 ? ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS c + is E s EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.- a m s e ro 18 AT 1/4 POINTS ON LIVES D a g m To F 7 20 WIDER THAN 36'ONLY ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 3 20 \ 3 20 \ m \ NOT PART OF THIS APPROVAL •• •V• • • • • •A W�D•OURATI0t1 INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. rA —n m n 26 28 ` i • ) •• :A:SHIMS TO BE HIGH IMPACT,NON—METALLIC AND NON—COMPRESSIBLE: co $8B ` • • • • • •••MATE49ALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT n c W,• • /• • • • • • •COME NITO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE t 11 1 • •/•• •• • • •REGLOREMENTS OF THE FLORIDA BUILDING CODE. O21o 4 Engr:JW MAD I Y 8 0 0 FLA.PE 70522 CAR • • • • • • • • • a�.w GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DEfA?L •• • • • • ' 5/16"OVERALL LAM.CLASS 7/16'OVERALL LAM.CLASS AT SIDRUTA • • • • • •• • • • / •• • ••• i• ••0 •• / it drawing no. GLAZING OPTIONS V Wl0_Qg sheat � ot�Q • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 38 b/6`MAX. 78"MAX. V.V FRAME WIDTH FRAME WIDTH �o 12' 12"MAX. z J b'MAX. A H 5"MAX. FY CORNERS HEAD 0 7d HEAD/SRL SII,I, HEAD/SILL SILL �. CILCORNERS �` yy4q$JJ FFFiii I t \ WAD k SRL ANCHORS Q $ w 1 I 1 AT SIRE ENDS a (4)AT 3'D.C. 8 a LUSH P M n`+LT a 17 0 oll a� ,af .�===ISCC VG❑ I iv •�==❑Cna❑n. 1 LOCK OPTIONS\ 7f ii I t�9 OR�2 (O (OPTION/1 SHOVt3 y �tyy' 1 3W IISyy a �y I SEE"Er 10 N W 1M•1 y c0 0 __ 91T1 I Of M OD O �i11� I %, N LOCX OPTIONS \ II 1 OR 2 \ it / �OPUONei(1 SHOWN) \\it 1 // \11 1 SEE SHEET 10 FLUSH Li It a \ i BOLT z i,r� ACTIVE I ACTIVE I 9tACTIVE .-rr<n SURFACE APPEND B i j SURFACE APPLIED B ' L7 PRODUCE REVISED z wmrtatlsewkh(kFlow& FALSE MUNTINS OR FALSE MUNTINS OR WIJInfCaA� ° $,� DECORATIVE GRILL 26 3/4"MAX. ° pi DECORATIVE GRILL 26 3/4`MAX. 26 3/4"MAX. �O Acnpt+.ce No f + �' �v MAY BE USED MAY BE USED D.L.OPG. D.L.OPG. OIL OPG. Lyinfloll O�/e � o 36 3/4'MAX. 36 3/4'MAX. LEAF WIDTH LEAF WIDTH orr� CelKwt 36 5/8" 73'MAX. DOOR OPNG.W. DOOR OPNG.WIDTH (X) (XX) 12 DOORS LOAD CAPACITY- PSP DOORS TOAD CAPACITY -PSF NOTE: SINGLE DOORS WITHOUT TRANSOM(X) DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS CAPACITIES ON THIS SHEET ARE •2 GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ODOR DIMS. •p' B. DOOR DIMS. •• •• ••A•• • • •'B• •• AND FLORIDA BUILDING COMMISSION c m^o e n FRAME LEAF FRAME LEAF FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCAOS-DEC-219 ° N WIDTH wmTH HDOHT HEIGHT Exr.(+) INT.(-) Exr.(+) TNT.(-) WIDTH WIDTH HEIOHT �{1 HT *) .(•) '(� .(-) 4D o S S 37-5/e' 34-J/4' 70.0 80.0 70.0 80.0 72' 34-3/4" 70.0• •so& 110.00 8Q0 1 39-5/8' 38-J/4, 98' 93-J/8' 66.3 75A 86J 75.8 78" 38-3/4 96" $ 3�' .J 75.8 .3 5.8 c ° q Eagr:•MVAO AHMAD GLASS D.LO. DIMS_ ••• •:• ••• •:• ••• ••• CmL FTA E r2 CAN.3538 f. D.LO. HEIGHT= FRAME HEIGHT - 12" ••• • • ••• • • ••• • • y O.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.875" • •• • • •• • • • o D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.5WW2 • • • ••• • Browing no. O8 20 1W10-08 ••• • • • • ••• • • sheet Q of 1 Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 5/8'MAX. 78'MAX. FRAME WIDTH FRAME WIDTH M�� 55" 71 5/116'MAX. o D.L.OPG. 12' O.L.OPG. 12' O 3 5"MAX. MAX ALUM REIN. 12 5'MAX. ALUM REINF. 12 la CORN/M F slu HCORRNNERS F Slu 4 p 6 v (3)ANCHORS S tL (2)ANCHORS STRANSOM NDS -AT O.0.AT TRANSOM ENDS DOUBLE DOORS f SINGLE DOORS o n p a t- i FLVSH T GLACS D.LO. DIMS. McruuT o O.L.O. HEIGHT =TRANSO - 4.625' M HEIGHT = + O.L.O. WIDTH FRAME WIDTH - 4.6875' v c xxgg LOCK OPTIO 81 OR/2 N QQ (OPDON+2 S ) g - u- - 0. SEE SHEET 10 '8 w -J O k \ ,N \ ; NLi 4 OD= y 00 ---- - --- '�---�,- LOCK OPTIONS \ to 1 OR$2 OPTION S2 SHOWN) \ it / Ifc <a n \tt SEE SHEET 10 \ii >a .YID Al \ it / FLUSH > e BOLT PRODucorREVr.„mUw.ipAl4q with h0 hodwg COM J V N Z ACTIVE AC1NE INACTIVE Acc.pao.•e No P.y+Lwbn Oela t IT SURFACE APPLIED B m SURFACE APPLIED B I 3 Ts 1vt 17Nk P�wtwy C. FALSE MUNT,NS OR S FALSE MUNRNS OR 8 DECORATNE GRILL 26 3/4'MAX `O DECORATIVE GRILL 28 3/4"MAR, 26 3/4"MAX. MAY BE USED MAY BE USED c o g DA-OPG. 0.L OPG. D.L. OPG. o 36 3/4"MAX. 3f 3/4'MAX. SILL ANCHORS @ 6 LEAF WIDTH IfAF WIDTN AT SME ENDS p3" (4)AT 3'D.C. GLASS CAPACITIES ON THIS SHEET ARE 36 5/8' 73"MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ODOR OPNG.W. •• jP"O*fG.aVMH• • • •• AND FLORIDA BUILDING COMMISSION -w„ / • • • • • • • • • DECLARATORY STATEMENT DCAO5-DEC-219 g c • • • • • • • • • OcunW DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY-PRF e 4 SINGLE DOORS WITH TRANSOM (O/X) DOUBLE DOORS VTM TRANSOM(O/XX) thorn-MW AIIMAO 1 3 GLASS TYPE GLASS TYPE G�,pgg,rypE GLASS TYPE /CML t r 3 DOOR DIMS. �A, .B, •+• •i f•-i • •9, CAN.3776 92 \ FRAMELFAF FRAME LEAF F7R.(+) INT.(-) M.(+) INT.(-) FRAME LEAF• FIW1dE LEAF +) •INT.(- (+� �M'.(-) � '� WIDTH WIDTH HEIGHT HEIGHT WIDTH WIDTH rt1 HT HE.01. �>( • � � • 37 34-3/4' 120" 93-J/B' 70.0 80.0 70.0 80.0 72' 34-3/4' ,ZO' 3-3/B' •0 A 80,0 39-5/8' 38-3/4' 66.3 75.8 66.3 75.8 76' 1 36-3/4' 66.3 1 75.8 66.3 1 75.8 Q$20i, d/O.IWlt1g trop. W I 0-08 an6e1 3 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36'MAX. 4 SIDELITE FRAME WIDTH O 31 3/8'MAX It D.L.OPG. MAX u HEAD�/SB.L J COERS g �° U j . 0of Mg o�o0 a I I II I $� it V v II I a 4 $ a SURFACE APPLIED m v FALSE MUNTINS OR • � DECORATIVE CRILL $ JCS MAY BE USED PRODtcf NEVtSEb r cow10bfts wuk the FWm waincode ]PIM LITE(0)LOAD CAPACITY—PSP Ae +a NNo�S -LASS TYPEB BaPY�e{w Due r24" ITE DIMS. 'A' &'B' M,`T�� c HEIGHT EXT.(+) INT.(—)FRAME FRAME M'►aJ OrM NCand c 70.0 80.0 �, 70.0 80.0 70.0 80.0 •• ••• • t • • • •• 70.0 80.0 • • • • • • • • • NOTE: 97o.D 7s.s • •• • • • • ••• • GLASS CAPACITIES ON THIS SHEET ARE H _�6$ • • • • • • • • • BASED ON ASTM E1300-09 3 SEC. GUSTS 0 06' 70.0 71.2 •• ••• ®• • • • •• AND FLORIDA BUILDING COMMISSION , o 3z• 87.4 07.4 36' 64.1 DECLARATORY STATEMENT DCA05—DEC-219 e 4 Ener:JAYAD AH4AD i 3 • ••• •• ••• •• •i GLN"y 6A, CIVIL 7p562 0 i w i i• i 0 0 GLASS D.LO. DIMS. (SIOELITE�• • • •• • • • a.L.O. HEIGHT = SMITE HEIGHT - 4.625' • ••• • D.L.O. WIDTH = SIDELTIE WIDTH - 4.625" droving SAO Q$1015 W 1 d-0 8 i SIDELITE FRAME WIDTH 8 ••• • • • • ••• • • sheat 4 0 f-1—2 • • • • • • • • • • ••• • • • ••• • • SIDRIXrR MOW.TON CAPACITY-PSF 144' 4 r� SIOELITE3 WITH SINGLE OR DOUBLE LEAF DOORS*ITHOUT TRANSOM OVERALL FRAME WIDTH ��V S�UT LEAF FRAME SIDELTTR SIDELTTR o 1HDTH WIOTH HEIGHT W/0 REINF. 0/ALUM RRINF. CLUSTER OF ANCHORS 31 318" Z ; �, 12' AT HEAD/SILL D.L.OPG. O maps rlalEs INCHEs Exr.(+) mr.(-) Exr.(+) INT.(-) 24 70.0 80.0 70.0 80.0 .� SILL �'", 1 HEAD 28 70.0 80.0 70.0 80.0 _ 4 32 36-3/4 80 70.0 80.0 70.0 80.0 J A O 36 70.0 80.0 70.0 80.0 40 63.0 72.0 63.0 720 n!1C- 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 36-3/4 84 70.0 80.0 70.0 80.0 H II 11 FLUSH O a 36 70.0 80.0 70.0 80.0 JL1 40 63.0 72.0 63.0 72A 24 70.0 Sao 70.0 80.0 2e 70.0 80.0 70.0 60.0 it / 11 LOCK OMONq L Z F 32 �_3�4 70.0 80.0 70.0 80.0 ==ti-❑=== J❑ =C==❑=- (DPI OR 02 ) c E$ 38 70.0 60.0 70.0 80.0 u 11 - n - SEE SHEET 10 M it oil. O 24 70.0 75.6 70.0 80.0 �� S _ 28 36-3/4 66 70.0 71.2 70A 80.0 32 67.4 67.4 70.0 60.0 36 64.1 64.1 70.0 80.0 / 7M5 H n 12 ALUMINUM FLUSH STIFFENER BOLT z O o I $ ADTrvE mAcrnE n o �> n .� om_ n � i04 SURFACE APPLIEDY t263/4- FALSE MUNTINS OR s$m- DECORATIVE GRILL 31 3/8'MAX. MAX. 26 3/4"MAX. tO 30 i3 NOMINAL SIDELOE MOTH LEAF WIDTH MAY BE USED D.L.OPG. D.L.OPO. Da-OPG. O DOOR OPNC. WIDTH S�NOMINAL ALUM WIDTH 36 3J4'MAX USE AS PER CHART 38-5/8°MAX SINGLE(X)DOOR DOUBLE(X%)DOOR SEE CHART AT LEFT LEAF WIDTH PRODUCPRRYISED 1 1/2' 73•MAX. 1 1/2• «mnW9IMlwiththeR rm& DOOR OPNG.WWI" - Dadinty do o Ateml-wee me -Q310� (oxxo)TESTED e.>tleaH4a Dale r NOTE: I �, FOR DOORS CAPACITIES SEE SHEET 2. OX XD,OXX OR XXO CONFIGURATIONS ALSO QUALIFY pN,y Cwhal FOR SIDELITE CAPACITIES SEE SHEET 4 •• *00 • • • • • •• FOR SIDELrrE MULLION CAPACITY SEE CHART ABOVE • • • • • • • • • c m==== LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART• • •• • • • • • MAX• UNIT TESTED FRAME AREA NOT 70 EXCEED 98 Sq. FT. PER FBC 2014 WILL APPLY TO ENTIRE SYSTEM. • •• • • • • ••• • • • • • • • • • • v o w e. •• ••• •• • • • •• e q • ••• •• ••• • • FLACIVIL .PE/7 p S • • • • • • • • • CAM. •• • • • • • • •• • DOTE: •• All, • • ••• •GLASS CAPACITIES ON THIS SHEET ARE 032015 draw ng no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W1O-OS ••• • • • ••• DECLARATORY STATEMENT DCA05-DEC-219 sheet $oT12 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - ' - SEE ELEVATIONS TYPICAL ANCHORS EDGE Dt9r. 1BY wow FOR SPACING EDGE DIST. z PENETRATION EDGE�Z� 0 3 Si 0 18 TVICAL.ANCHORS Zjr. RS TYPICAL ANCHORS at' 01 SEE ELEYMNS SEE ELEV=AS SEE ELEVATIONS If FOR SPACING FOR SPACING FOR SPACING 8 .0! zt15 z WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLA7JNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV.FOR SPACING INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ix 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) E !E 0 THRU 15Y BUCKS INTO CONC. OR MASONRY 6 1% 1 1-1/4" MIN. EL48ED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED IWO CONC. OR MASONRY (JAMBS) > DIRECTLY INTO CONC. OR MASONRY >1 1-1/2- MIN. EMBED INTO CONCRETE (HEAD/SILL) A2 Go 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) IWO MlAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) FRODIJCrRzvfso INTO METAL STRUCTURES (STEEI IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1/1"MIN I I INTO CONCRETE AND MASONRY - 2-1/2" MIN. THROW 'Lj PENETRATION� 66* 06: INTO,W DO FRUCTURE - I* MIN. 2 WA 9AIP HEAD OR JAMBS SO — 0.55 MIN. 00 of: 0: CON Al lift, SILL OR JAMBS I'c - WOO PSI MIN. MILLMr/FIU-ED BLOCK AT JMBS I'm — =0 PSI MIN. DOOR DETAIFZ] SEALANTS: Engn JAVAD"M PRAME CLE CRNER INSTALLATION SCREWS AT SILL AND ALL FLA PE UOM WEEPS �3 VVEEPS IYPICAL ANCHORS 3/16' X 3/4-WEEP SLOTS AT 3- FROM EACH END drawing no. ST. SEE ELEVATIONS FOR SPACING Wl 0-08 °°° ° ° ° ° ° ° ° °° °° ° ° ° °°° °°° ° ° ° =° °° ° 1/4"MAX. V, © O 1/AMAX. (SEE WOOD SHEET1)1) Oft SWM F S=! i 0 TYPICAANCHORS SELEV �EEuANCHORS Z j FOR SPACING FOR SPACING 0 I zo Q QaQ o .r.' QBI O t W r ti t l T-- •.�, Q 7 {.. •:a ���� Q Qa 18 EXTERIOR Q y� STRUCTURE 1 17 17A 8 D.L.O. 7 38 3/4'MAX. �1 LEAF WX)TFt LOOK OPTIONS t OR 2 36 5/8'MAX. (SEE OPTION # SHOWN)DESCRIPTION OPNG.WIDTH = g 39 5/8'MAX. v 1/4'MAX. FRAME WOM 1/4S-MAX SHIM c'vi O CONVENTIONAL LOCK O CONCEALED FLUSH BOLTS TYPICAL ANCHORS..... WRH DEAD BOLT LEVERS AT INSIDE FACE OF STILE FOR SPACING 0 SEE ELEV., «.•: 2BY WOOD UCK (.7 , ' OR ACTNE LEAF INACTIVE LEAF RE z I'o g Lei from } o P11mS SUM f a o.L o. EXTERIOR TYPE A cpm 1 17 17A 8 7 B SEE ELEV. FOR SPACING a LEAF WIDTH pg5 LOCK OPTION 02 °1 Q 8 72'MAX' 2 DOOR OPNG,WIDTH 76'MAX. i 0 •• ••• • • • • FRAME I f CONCEALED FLUSH BOLTS PRODt1C f REVIBEU 3 POINT LOpCi4S5`MBIY • • • • LEVERS AT INSIDE FACE OF STILE Mcewpl, M1M Ae Pbrli� ui ^ _ AC }�E L • • • • ••i •• INACTNE LEAF E.ryy"Dpi. u o w s •i ••• i• • • •i iS _._" LMk mild c Enyr.JAVAD •a 3 • • FLA.PE!70592 g • _ CAN.3538 • EXTERIORdrowW10-08mg "o' DOOR DETAILS $E LOCK oPnoN Y1 3?.015 ••• • • • ••• • • ehaot 7 of12 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING �I , ,•..b'•3 KS(CQN(• Rl T(F) 21 ,0 �MQ 12 z �a Q� IOU 9 16'MIN. c THROW BOLT J 10 PENETRATION y w 19 12 r—+—+— TYPICAL ANCHORS..,.,. p > SEE ELEv. ,V I E I I I 2O FOR SPACING ` MiIk I I ifrj g 'b n •.:� PRODUCE UMAD usa•plrN{wNAtlsFkrtAL o EXTERIOR A *mNNo - 0 c �F p J D.L. OPG. k a O •• ••• • • • • • •• 9U aJ OMdV ro4aetCaM! I'* • • • • • TRANSOM FRAME WIDTH bi n w W • • •• • • s • • u EW.JAVAD MUM S •t 8 • •t• •• ••• • • CIVIL i • • • • • • ! • • fUl PE"0592 s n • •• • • •! • • • i drawing no. DOOR WITH TRANSOM DETAILS EP 3 2015 W10-08 •• • • • • 00* • • ahoet $off 2 • •• •• • • • •• •• I i TYPICAL.ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING oT . - n 1/4'MAX. 1/a•MAX. 18Y WOOD BUCKSHIM ; 3•KSt• OHC., SHIM (SEE NOTE SHEET,) Qk .. TYPICAL ANCHORS F •`.. SEE EL% TOWAL ANCHORS ea R •; .• FOR SPACING FOR 6S G O O 4F xL 21 10, I a 10 EXTERIOR Y`` ..•';' �''z i METaL L D.L.oPc. 4°• i STRUCTURE c� SIDELITE FRAME WIDTH $ pRODUCR RF.Yf8E0 u O SINGLE SIDELITE Mcon0y,"will'(ko w•a1escwo Aealutue No_�I 1/4 MAX•. FH TEKS AS ALUM STIFFENER C g O $1ATX O�FROM ENDS-\ SEE SHEET 5 FOR CAPACITY t3 5 a srnal .• H AND 24•D.C.Max 63 O TYPIC <on o a k.�CH�..,...::� t ��$ a3 '�o (� FOR SPACING'.' -1(- n T� >�o 21 TT � P Imo" m.2 E3 u � 9v�"3iL � o ii 8 EXTERIOR D.L.O. c R D.L.oPc. LEAF WIDTH m NOW NAL SIDELITE WIDTH 1 1/2• DOOR OPNG.WIDTH $ •• ••• • • • • • •• 36-5/8'MAX.SINGLE(7f)DOOR 10 • • • • • • • • 73'MAX.DOUBLE )()()DOOR m^ Y m E WIDTH o o q � • • • • • • • • • U D W K 21 •• ••• •• • • • •• C m JAVIV MUM • ••• •• ••• • • Eip n m 731 • • • • • • • S • • CAN 35�38�e2 n .•3 KSI DONC° •• • • • • • • •• • • ,;•.•�d:. a' .�°.•°;�..•.. �:' ••• i SIDELl$'E DBTAIIS •• ••• TYPICAL ANCHORS drawing no. EDGE DIST. SEE ELEVATIONS FOR SPACING STATIONARY UNIT (SIDELITE) ••• SIDELITE WITH DOOR DETAILS ,EP 2015 sheet 9 of 12 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 • 4.000 -4.688 I 2" ° 3 1.500 � .828 �° o 0 0 I 2.125 5.750 � O Wj 9- 078 a o p o o e �v IYP. m a i�-2.016 4.000 III o o o go 222555 ° t FRAME HEAD/JAMB 6 HINGE STILE ° ° 0 o �&Itj�' 1.750 5213 b.3.0 1 T-24 TYPE 23 2^�� 0 yyyo pp 8 I%tlll 1 I CRS 7YPE 2J 78 X 2`FH MS X�;�6 826 17 17 z y3 g 1'884 {1•750 3 PIECE HINGE BALL BEARING HINGE Wel"c a.000 -� 3.500 4.688 Ll 7 A78 I ^ 4,000------ 6 INACTIVE ASTRAGAL STILE s2s 4.000 s TOP & BOTTOM RAIL .628 z � 1.750 $Maoa 1.500 078 1.984 nt qtq MP. o >a 8 060 388 .094jj 1.210 z o; _ $r P. 8.3138��vJ 1.808 -125 9'0 F 7 LOCK/ASTRAGAL STILE ' 8 SWEEP ADAPTER 2 200 3.532 3.782 LIU a$PRODUCE 8EVLUD 8 Lisa�^-' tltl hemon Crt[ntn rMc t?o�ih OR .062j- x.485 2.25 El*vdmI;t.5f I •�S u 1.010 a.17s tz STIFFENER N, {�„ ( 0$2 1 Mrati PA* Catd•t 1.164 078 -�j �•-.580 90 3 SILL COVER • • • • • • • • • e7 719 045 • • •• • • • • • rn ry o • •• • • • • ••• • 2.163 1.575 • • • • • • • • it .640 •• ••• •• • • • •• 561 4 SIDELITE STILE o GLAZING BEAD - 7/16" GLASS .aAvao AfB�aoaoao N 4 0 CMu f.088 1.880 1.133 • •• •• ••• • • FIA.PE/70592 58 n . s -� .498 C.A.N. 36 35• • • • • • • • is .078 ,p62 .814 .7-{109�I 080 •• • • • • • • •• • • IYP. 51sOs ••• •• ••• •• ••• ••• dfowing no. 4.000 1.353 zoo. 2 FRAME SILL to SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS wi o-osah•at 11 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• • • 0 a� 18 IL Z14 i3 FRAME TOP CORNER 4 b O g LEAF TOP CORNER SIDELTfE SLIP ON JAMB CORNER g w S zz/® v Q�+Z E. �I Jv -9 0 PRODUCfREVtM TRANSOM CORNER wca•plylnt wilb Oe F7arM� AOX IturnPncs IVt I S^b 3100 ` 0 22 d �f.�. .L._�r...�ri g 141►r1 *WrlG+fid F 00 0 ! • ;! • • • • O u O m 13 ••• • • • • •• o_ .® &ryr.JAWID AHMAOFL4.PE 1 70592 N 33 • • • • • • • C M38 • • • • • •• • • .� 'sem; LEAF BOTTOM CORNER drawing no. o pi i W10-08 sheat I Q of Q 060 0 0 • 060 0 0 MIAMI- MMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MM.mtamidade.sov/economy TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In.Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer willincur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series 11605 Reinforced"Aluminum Single Hung Window-L.M.T. APPROVAL DOCUMENT:Drawing No.W06-34,titled"Series 605 Aluminum Single Hung.WAw. (L.M.I.)",sheets 1 through 7 of 7,dated 04124/06,with revision F dated 04/01/15,:prepared by 41•Farooq .•.•.. Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade CoOtlty ProduCS1Cgrgo1 •; Revision stamp with the Notice of Acceptance number and expiration date by the MW?--Dade Cdunty •••••• ...... Product Control Section. :6060: MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '....• ;•••'• 00 LABELING: Each unit shall bear a permanent label with the manufactureeeft4ft;or logo,city, state, •• model/series, and following statement: "Miami-Dade County Product Control A�krdfed", unl8?f 5therwi9d'•;• noted herein. •. RENEWAL of this NOA.shall be considered after a renewal application has been filed and tIIdit'13as been•• no change in the applicable building code negatively affecting the performance of th product,••0•• :G TERMINATION of this NOA will occur after the expiration date or if there has been a revisi'oh o$change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.IS-0611.06 M>AMi• E , uivry Expiration Date: July 05,2017 �! !� Approval Date: September 03,201.5 ( Page 1 r TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw.(L.M.I.)",dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-5439,dated 12/10/07 and FTL-5742,dated 01/21/09,both signed and sealed by Michael S. Wenzel,P.E. (Submitted under NOA#09-0604.24) "Does" 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .'. sees •" 000000 2)Uniform Static Air Pressure Test,Loadingggt AC TA's=-94 '. 00 .. . 000000 3)Water Resistance Test,per FBC,TAS 202,x9o.. 0 4)Large Missile Impact Test per FBC,TAS 204-94 5)Cyclic Wind Pressure Loading per FBC,TA&203-940 Osseo 6)Forced Entry Test,per FBC 24113.2.1,TA%M-94 : .0'. 00:600 .. .• •a• 0000.. along with marked-up drawings and installation diagram of aAg inum su% g�e hung • window,prepared by Fenestration Testing Laboratory,Inc.,Test!Rgports.No.. 0000:0 FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and FONT..-4514, este" :....: 01/25/05,both signed and sealed by Edmundo Largaespada,P:E. 0 • (Submitted under NOA#07-0404.04) •o 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories,Test Report No. CTLA-416W,dated 04/11/00,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-0404.04) Manuel ere ,P.E. Product ContrdQxAminer NOA No.15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 r TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-St' Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporatiopt-signed and sealed by Javad Ahmad,P.E. ; .•. •0:: ••••;• .. 9 G. OTHERS • 9999.. 1. Notice of Acceptance No. 12-0213.05,issued to T.M.Window 11C for fheir.Series: "605"Single Hung Aluminum Window(reinforced),approvi c&ea&03/01 d ••••• expiring on 07/05/17. • 9999.. . .. 9999. 9. 96 96.6 9996.. 9999.. 9999.. . . ..9999 .. 9999 AAA J Manuel ez, .E. Product ControExa iner NOA No. 11.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 t, 3 53 1/e 53 1/8- �4% WINoow WIDTH WIN"WIDTH 48 1/a- 48 1/4• D.4 OPG. ie W.(FOfED) D.L.OPG.W.(FIXED) Q (SURFACE MUNIM APPUU 21-MAX m (SURFACE a�PPUED)NTINS 2Y MAX. m MAY LA,US� A HEAD/SILL $ MAY 8E USED p ii / ii D7 O —L u n d I It cc � l3 .I I� � I 6 li i• I ����� I I it u z ii ii I It it II a i I _ __ I n � y Mo it ^n I %� ii I �S oM 5 II %/ I toi o --- I QO2 5 1/2-MAX. ———— 5 1/2-MAIL a 47 3/4' lomo1 47 3/4- fHEAD/� Z Q THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. D. OPG.(VENA r�a•.. 0 SHUTTERS ARE NOT REQUIRED. 1/8• � `r a 80 1/8- So VENT WITH VENT WIDTH SERIES 605 ALUMINUM SINGLE HUNG WINDOW ;TYPIL;AL ELEVATION TYPICAL ELEVATION � , DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER EQUAL LITES WITH OPTIONAL FIN CHARTS SHOWN ON SHEET 2. (SEE DESIGN CAPACITY CHART) EQUAL LITES o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) `{ o R COMBINATIONS OF S.N./S.H. OR SINGLE HUNG WITH OTHER 7� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING a MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (VENT) - WINDOW WIDTH - 5.375" WILL APPLY TO ENTIRE SYSTEM. D.L.O. HEIGHT- WINDOW HEWNT/2 - 4.5" THE PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• • o REQUIREMENTS OF THE FLORIDA BUILDING CODE WCLUDWG HIGH VELOCITY • • ••• • s • i LAMINATED GLASS • - 8 HURRICANE ZONE(HVHZ). • •• • • • • ••• • INSUL. LAM. GLASS 18Y OR 2BY WOOD BUCKS BY OTHERS,MUST BE ANCHORED,PROPERLY ••• •.: •.: ••• : : ..• LARGE MISSILE IMPACT To TRANSFER LOADS TO THE STRUCTURE q ANCHOR$SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS F yV L PRODUCTREVL4BD S 9 EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVILp�Piyingwith 90Florwa ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• •• ••• • • FTA suiL�ngOode NOT PART OF THIS APPROVAL �'��'/•� � • • • •• • • • • ratio Oalo 17 A I= DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • • •• • • ALL SHIMS TO LE MGM IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. ••• •• ••• i• ••i 0.0 �2 201 BY2201drawing no. MATERIALS INCLUDING BUT NOT L.IbITED TO STEEL/METAL SCREWS.THAT WOF-34 COME INTO CONTACT WITH O1HIR DISSIMILAR MATERUUS SHALL MEET THE REt�EMENTS OF THE FlORIDA BUILDING CODE sheet of • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN WAD CAPACITY-PSF (WITH ALUMINUM REINFORCING) (Vm STEEL TZWORCING) GLASS TYPES III DIMS. LASS TYPE'C' D'&'E' GLASS TYPE'F'GL4SS TYPE'G' LASS TYPE'H'GLASS TYPE'I'GLASS TYPE'J' WINDOW DIMS. GLASS TYPE'F' WIDTH I SM-Ir W.(+)1M.(-) EXT.(+)iM.(-) EXL(+)1M.(-) EM.(+)l-(-) -.(+)1M.(-) -4+)1M.(-) IXL(+)iM.(-) 3 WIDTH HEIGHT EXI.(+)INT,(-) 28 Q 19-1/8' 70.0 70.0 81.0 81.0 8D.0 80.0 804 80.0 8010 8010 80.0 80.0 ODA 80.0 19-1/8' 6010 115.0 26-1/2• 28• 70.0 7010 61.0 61.0 80.0 804 80.0 80.0 8010 6010 804 80.0 a" 80.0 26-1/2• 28, 80A 115.0 37' (4) 7010 70.0 61.0 6110 80.0 60.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 37' (4) WA 11510 53-1/8' 7" 7010 61.0 91.0 80.0 604 80.0 80.0 8DA 800 8010 80.0 80.0 8010 53-1/8' BOA 113.0 19-t/8' 70.0 70.0 614 61.0 80.0 BOA 80.0 80.0 80.0 8010 BOA 8010 80.0 8010 19-1/8' 80.0 IiBA fY Q 26-1/2' 3 " 7010 7010 61.0 6110 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 8010 26-1/2' , �.0 115.0 n 37' (4) 70.0 70.0 610 6110 600 BOA 80.0 80.0 8010 6010 BOA 80.0 8010 SOO 37* (4) 14.0 115.0 53-1/8' 70.0 7010 814 6110 80.0 804 60.0 804 80.0 8010 60.0 SOO 80.0 8010 53-1/8' 80.0 118.0 19-1/B' 7010 704 6110 6110 SOM BOA 80.0 BOA 804 8010 804 80.0 BOA 80.0 19-1/8' 9010 11510 dl 26-1/2' ' 70.0 7010 61.0 6110 W.0 8010 BOA 804 80.0 80.0 80.0 e0A SOA 8010 26-1/2'60-5/8' BOA 115.0 �} 37' (5) 70.0 7010 814 61.0 80.0 89.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (6) 80.0 115 0 LL z 53-1/8' 704 70.0 614 6110 8010 8010 BOA 80.0 8010 80.0 80.0 80.0 BOA 8010 53-I/8' 80.0 i15A y 19-1/8' 70.0 7010 6110 8tA ODA BOA 80.0 MO 80.0 8010 80.0 80.0 SOA 8010 19-1/e' 80.0 115.0 Q E 26-1/2'88-5/8' 70.0 70.0 81.0 6110 8010 8010 MO BOA 8010 80.0 80.0 ODA 8010 BOA 26-1/2'88-6/8' 6010 115.0 37' (6) 70.0 7010 61.0 614 BOA 8010 804 80.0 8010 8010 6010 8010 8D4 8010 37' {6} BOA 115A ^ 53-1/8' 76.0 70.0 61.0 61.0 80.0 9010 8010 BOA 80.0 8010 80.o 80.0 50.0 BOA 53-1/8" 80.0 115.0 J 10-t/8' 70.0 7010 6210 61.0 BOA 80.0 80.0 HMO ODA GOA 80.0 80.0 80.0 8010 19-1/8• 80.0 115.0 26-1/2" 700 70.0 6t.0 6110 BOA �A 80.o 80.0 80.0 BOA 80.0 80.o 80.0 804 26-1/2'ar �• 80.0 115.0 3Y (6) 70.0 7010 61.0 61.0 80.0 8010 80.0 BOA 8010 60.0 90.0 80.0 804 80.0 3Y (6) 600 115.0 63-1/8' 7010 70.0 6110 61.0 BOA �A 8010 8010 80.0 60.0 �.0 80.0 80.0 80.0 83-1/6' �A 115.0 19-1/8' 7010 7010 6110 BID BOA Bob 8010 60A SOA 60.0 60.0 8010 8010 8010 19-1/8' 604 115.0 o�r� 26-1/2' 72, 7010 7010 61.0 61.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 Bob 80.0 26-1/2" 72' $W.0112.2 o u W 37' (n 7010 7010 6110 6110 80.0 80.0 80.0 SMO 8010 60.0 80.0 6010 80.0 80.0 37' �) � �z=o 53-1/8' - - 61.0 6110 - - Bo.O 80.0 80.0 80.0 78.2 762 604 80.0 19-1/8' � 3�0 19-1/8' 70.0 7010 61.0 6110 60.0 80.0 8010 80.0 ODA 8010 BOA 804 ODA 80.0 26-1/2'78-3/4 26-1/Y 78-3/4' 7010 7010 6110 6110 60.0 80.0 80.0 80.0 60.0 8010 8010 8010 80.0 8010 $7' (» '037' (� 7010 704 8110 6110 8010 BOA BOA 80.0 8010 60-0 804 804 80.0 8010 24'BS-1/B' - - 81.0 8110 - - 77.6 77.6 8010 6010 74.5 74.5 80.0 804 �' S•M 0-.°'.. 24" 70.0 70.0 61.0 614 80.0 8010 80.0 00.0 80.0 8010 80.0 86.0 80A 60.0 38' 80A 116.0 30" 704 70.0 6110 1 61.0 1 8010 5010 SAO 80.0 80.0 6010 1 8010 SMO 80.0 SOA 42' 49*(5J 8010 115.0 O 36" 46' 70.0 7010 61.0 OLD 8010 8010 80.0 80.0 50.0 5010 60.0 80.0 80.0 8010 48' Bob 118.0 42' (6) 70.0 70.0 6110 6110 60.0 60.0 80.0 80.0 6010 0010 6010 80.0 ODA 8010 5C 1 8910 109.1 46' 7010 70.0 6110 BIM 8010 804 SOA 80.0 ODA 8010 8010 80.0 8010 8010 24' 804 115A 54' 70.0 70A 81.0 61.0 SOA BOA 80.0 80.0 ODA BOA 60.0 80.0 1 8610 8010 30' 80.0 115.0 24' 70.0 704 61.0 6110 80.0 8010 80.0 MD SMA BOA JoODA LO BOA 80.0 36" 60.0 118.0 W. 70.0 7010 61.0 61.0 6010 8010 8010 80.0 SOD BOA 80.0 80.0 1010 42' 8010 115.0 • 38' �, 70.0 7010 61.0 6110 80.0 8010 80.0 W.0 80.0 6010 BOA SDA, 8010 48' 80.0 109.7 $ 42' 6 R7O 7010 61.0 OLD BOA 00.0 80.0 BOA 8010 6010 80.0 ODA 80.0 S4' BOA 98.4 48' 7010 6110 6110 8010 8010 8010 804 8010 SU 804 BOA 8010 24' 60.0 1I54' 70A 61.0 6110 5010 6010 80.0 9010 9010 6010 80.0 8010 6910 30' 72" 80.0 116.0 24' 70.0 7010 61.0 6110 80.0 ODA 80.0 410.0 BOA 800 8910 804 So.S 0 t•• 36' (7) 80.o 11510 30' 70.0 7010 01.0 81.0 60.0 80.0 80.0 80.0 60.0 80.0 80 • • 42' 8010 112.0 $ - 36' 72, 70.0 7010 6110 6110 8010 BOA 80.0 80.0 80.0 BO.f1 SM 80. �.A 0 •• 24' 84• BOA 116.6 c m o c W 4Y (7) 70.0 7010 81.0 61.0 8010 80.0 80.0 800 8010 80.0 80 • •• 30' 8 80.0 115.0 48' - - BTA 6110 - - BOA 8010 804 BO10 80.0 90.0 8010 (j N0.W PARETRIIESIS INDICATE.N0.OF ANCHORS PER JALIB g 54' - - 6110 6110 - - 79.1 7R1 76.1 79.1 78.8 78.4 78.4 F+R�JAM S •1 24' 70.0 7010 6110 61.0 BOA 80.0 80.0 6010 8010 8010 90.0 80.0 Boo CNL PRODUCTR9VtSHU7010 6110 61.0 8010 80.0 8010 SOA 80.0 904 ••• ••• k6701038' �� 810 BTA - - 89.0 80.0 &A I.M.0 ame 80.0 80.0 t t • 15-�6)l.'OFJr y 42' (8) - 6210 61.0 - - BOA 410.0 I BOA 80.0 e� ( iPACME$ ON THIS SHEET ARE 6110 61.0 - - BOA no 804 •8910•8910I"Z 77018010 BOA • ED•ON ASTM E1300-09 (3 SEC. GUSTS) P 0 2 20 5Dy � dr9Winq no. ()NO.IN PMENTHM INDICATE N0.OF ANC110RS PER JAMB AND FLORIDA BUILDING COMPASSION WUG-34 DECLARATORY STATEMENT DCAD5-DEC-219 sheet 2 of 7 • •• •• • • • •• •• ro�V z o 1/8'ANN.GLASS 3/18"ANN.GLASS 3/18'ANN.GLASS 3/16'HEAT SiREPYD GLASS 120'Interlayer 120'hderioyer 090"laterloyer 120"Interlayer UV"S Uvskot S Saflox Clear And Color Glass Uvekel S By'Alnex USA,Inc.' By'A9nex USA,Ina' By'Eastman Chemtool Co.' By'Aline:USA,Mo.' �a 1/8"ANN.GLASS 3/16'ANN.CLASS 3/18`ANN.GLASS 3/16-HEAT STREMO GLASS O n SILICONE SILICONE SILICONE ' SILICONE yg 6 Q z' Dow CORNING 995 y1 DOW CORNING 993 DOW CORNING 995 2! rt3aa DOW CORNING 995 O�; n 8 n � It n I. •i � •� I �`� AT 1/4 POINTS ON LRES Q AT 1/4 POINTS ON LUES AT 1/4 POINTS ON WES AT 1/4 POINTS ON LIVES gg 10 WIDER THAN 36"ONLY WIDER THAN 38'ONLY WIDER THAN 36"ONLY WIDER THAN 36"ONLY v GLASS TYPE Ic GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' rn�) So m rr 1/8-ANN.GLASS 1/8'TEMP.GLASS z 4 1/4-ATR SPACE 1/4-AIT SPACE 07 w U 1/8'ANN.GLASS 1/8-HEAT STREN'D GLASS 1/8'ANN.GLASS 1/8"HEAT SHTEN'D GLASS o o m•- A9CW Intaloya 090'Irderloyer .0O"a .090' Clear And Cola Glow Sotlex Clea And War Glow .090-IMerkgrer .090-Interlayer C Z Z By'Eostm Chemical Co.' By'Eastman Chemtool Co.' Saflox Cir And Color pass Sotlex Clea And Cola Gkras By*Fc*ron Chemical Co.' By'Eostman Chemloal Ca' n. 1/8`ANN.GLASS 1/8'HEAT STREWD GLASS 1/8-ANN.CLASS 1/8-HEAT STRENO GLASS '0 d SILICONE SILICONE SU ONE SILICONE GE RGS7700 GE RGS7700 GE RGS7700 CE RGS7700 o m AT 1/4 POINTS ON LRES AT 1/4 POINTS ON E1 AT 1/4 POINTS ALL SIZES pg� AT 1/4 POINTS ALL SIZES WIDER THAN 36'ONLY RIDER TtiA�=8Yj • • • • E ei o ffi—- • • • • • • • LT �o$��rda GLASS TYPE 'G' GLASS TYPE 'H' • •• • • � GLASS TYPE 'd' m a v e •• ••• •• • • • •• 1195 GLASS TYPE LILY FOR LARGE MISSILE IMPACT USE NOT QUALIFIED FOR SMALL tiryFs d0.YAD m" PRODUCfREVISBD r MISSILE IMPACT AREAS. as conVlyiq whh*A Fladds S • 000 •• ••• • • IE � BuiWlag l� �, 3 ••:GLA31NG•AMINNS i • *00 • •• • • •• • • • By •• • • • ••• • drawing no. 2 2015 W06-34 sheet 3 of 7 • •• •• • • • •• •• ••• • • • ••• • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLY TYPICAL ANCHMS SEE ELEV.FOR SPACING W.OR Xr.FINISHES NOT BY TM NDOW SEE ELEV.FUR•••SPACING ��� • • • MFIL lay • • • •• • • IA •• I&M!-DADE COUNTY APPROVED o .CONCREJE.. .• :, D.gUG • • ..• • • • • • • •• MULLION&MULLION ANCHORS • • SEE SEPARATE KOA Z •a; •EDGE DIS4i. •• .. .i:. • • � • E DISL • • • 1 � ' A.. .a.;!, '"d° < • ••• •• • • EDGE DIST. DLST O .. 1 aa•:-'r•• DIST. � � a -41 1 Al , � .. .•. 0 1 .. . . . . .. •, A � . . • •. • _ , 89 • • • • • • • TYPICAL ANCHORS TYPICAI.ANCHORS c i 'i a i • a • • • • •• •• SEE ELEV.FOR SPACING SEE F1EV.FOR SPACI.Ki Z Q Q g II i !1 h Q Q it !! ! !! FOR��G WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 6 8 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z m 11 TYPICAL ANCHORS: SEE ELm FGR SPACING H a c 1/4" D1A. ULTRACQN BY' CA' (Fawm m,Friss NSI) O . i! is SpRtNGOPTIONAL TO CH ii !i 19 SPPPUNNO OPTIONAL. I 1-02BY WOOD BUCKS OR WOOD/2" MIN. PENETRATION INTO WOOD (HM/SILL/JAMBS 3 _ I :! ) REDIN12 REINFORCING 1 THRU 1 BY BUCKS INTO CONC. OR MASONRY SEE SHEET OPTIONS r SEE s�22 N 1-1/4" MIN. EMBED INTO CONCRETE(HEAD/SILL) 5 s 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) DIRECTLY INTO CONC. OR MASONRY N)a p* © 4 REINFORCING 4 REINFORCING 1-1/4" MIN. EMBED INTO CONCRETE(HEAD/BILI) y sEE°SET z 'I-OSEEPTIONS 0 2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W 1 i t i!ji i4iI ® I1i 11 i!i lii 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z v;s°0-mU INTO METAL STRUCTURES It C 0 . 8M . STEEL : ALUMINUM : 1/8"THK. MIN. (6063-15 MIN.) I;f 1 4 1 -T F a 1 iI it � Fs 1 ii i� c j II I� o I ii #12 SMS OR SELF DRILLING SCRUIS (GRADE 2 CRS) o I i ii INTO MIAMI—BADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' yl i (NO SHIM SPACE) FB ! 1 i TYPICAL EDGE QISTAuCE INTO CONCRETE AND MASONRY = 2"MIN. INTO WOOD STRUCTURE — 1" MIN. , INTO METAL STRUCTURE = 3/4" MIN. ,m g� 2 WOOD AT HEAD.SILL OR JAMBS Sr, - 0.69 MPI. 1 1 CONCRETE AT HEAD.SILL OR JAMBS fc-3000 PSI MRN. C-90 HOLLOW/MiED BLOCK AT JAMBS fm a 2000 PSI MIN. bN Wt 1c100iEnn AM TVEEP$OLES: '� b W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG g • .aCwPROWCI'RL UMD r g3 a �• a. ALTEMUM FUME SII]. RA PE f 70592 -WAYlagwilb 1w F101ma 3 -• _ EDGE ft%ft Cab .q• ••A °FDGEOIST LTf ARAN Jofolt.Ifo g ' :44 . TYPICAL ANCHIDLS 1 ° Ir 3 ••} ••••a •i TYPICAL ANGORS' SEE R".FOR SPACING By dlarring rb. .w CONCRETE SEE ELEV.FOR SPACING FRAME WITH FIN OPTION 2 201' W06-34 (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) sheat q°T 7 . • ••• .. • • . •.• • •• :0.0 : . . . . . . VENT WIDTH r7EM PARD F CTE. DESCRIPTION 7fATER1AL MW./sUPPUER/RBMAW OO.L OPG • 4• • 10 GW-3670' 400 FRAME HEAD 1/4'MAX. • • • 2 -3 1 FRAME SILL(4'HIGH) 6063-78 - sHDA 8 13 18 18 • • • • • -� • 1• FRAME�.l(3'HKOA} 6063-T8 - Z 7 • MYI'ICAL ANCMOA6 •Z GW-3 • tT FRAME JAMB 8083-78 - C SEE ELEV. 4 GW-38708 1 MEETING RAIL 8083-T8 - ;:W STRUCNR�E 7 ' 19 FOR SPACING 5 1 VENT TOP RAS 6063-Tfi - i a - - _-____-_-__ ------------- •v.: . . , VENT BOTTOM RAIL(a•SLR) 6083-76 - • 48A• 010-37559• 1 VENT BOTTOM RAIL Cr SILL) 6063-T6 - • • • i •i 61134 • 2 VENT J$W STILE 8083-T6 - }A{ a e ••�' R•o 1:81 3 470 • 2 VERB STOP 8083-T5 - TYPICAL ANCHORS __ ___ __ _ _ 9 t9-56 4/VENT GIlZ1NG SAD ANGLE 8083-TS - SEE l0.EY. _ _ _ FOR SPACING _ ________-_ _ _ __ ____ < 9A TM-123 4/VENT t2A21NG BFJ�D 6063-T5 - 0 1i„g .. .. .. .. .. .. .. ..-.. o a7 9B 1M-•170 a/VEN7 GIA2N0 BBD 9C 714-181 4/VW C AZNG BEAD(NSUL IAM.GLASS) 6083-T8 EXTERIOR IBE to $8 X 1/2• 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS z YNR 3 WOOD BUCKS 11 4037 (1)STROP F94 SEAL WEARIERSTRIP MTG RA0./fR/WE SILL ai F D.L.OPG(FIXED) - 12 2240 (i)STRIP FIN SEAL NTFATTiE[�TRIP - VENT TDP WINDOW WIDTH 13 3722 (2)STRIP FIN SEAL _ VENT MIS STILTS 14 - 2 1 1/2•x7/8•x3/4•F04SFAL PAD - FRAME ILL CORNERSTYPO1 CHORS 132/YQNT LATCH LOCI(AT 5'FROM ENDS CAST VENT TINA SEE IELECALV FDR SPACING15A TM-118A 2/VENT SPRING LOADED EGRESS LOCKTYPICAL ANCHORS 8083-T6 VENT 8pT1DN RAIL D 1 SEE E EY.FOR SPACING 16 - 4~ VENT GUIDE NYLON BNL VENT CORNERS p 1/4•NAR. O 17 2/VENT CALDWELL SPIRAL BALANCES - AT FRUM JAM66 O M 1/4'SHIM SHIN 16 RNX. 18 TYVR-9302 2/VENT BALANCE COVER VUM FRALd£HEAD/JAMBS 8 3 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BMT.CORNERS Z 20 - 2 #12 x 3/4'P.H.SMS 7 21 STEEL (1)A7 EACH RAIANCE W GaJ - 8 X12 x 1'Pit STEEL. FRAME CORNERS � ;-;E Lal ............... 22 - 8 al0 x 1'Px SMS STEEL VENT CORNERS � L R� 4 IS z 3/4'FJ-I.INS. STEEL (2)AT EACH LATCH Z 2d m - - ---- 24 - 4 J8 x 3/8'F.H.SMS. STF.0. AT FA PLASTIC GUIDE c 25 - 1 ,x1 3/16x3/4x1/6'C1tANF1EL STEED. AT VENT TOP � ��QO __ ____ 28 - z 1x1/4 TFDC.xa'LONG BeR .411 (1)AT EA MTC.PAI.END 27 - 1 1/2xix1/2xl/8•CHANNEL STM AT MEETING RAI. O :.•.. . . . 28 TU-161 2 FlN TRDA FOR JA1fBS 6D .,i8 _ 29 TM-153 1 FN TRIM FOR HEAD 8083-T8 - 3 WINDOW WIDTH 30 TM-164 1 FIN TRIM FOR SILL 6063 TB MM-DARE COUNTY 31 TM-179 1 MTG.M RONFORCNG CWMUL 6083-T5 AT UMM40 RAIL c o 4 w FRAME APPR.D CLIPPED MULLWN 32 TM-178 1 TOP HAIL REINFORCING CHANNEL. 8063-T5 AT VENT TOP a�i t �YITH FIN OPTION SEE SEPARATE NOA 33 1 AS READ.SETTING BLOCKS FPDTL CLINOMETER 1101'5 MOM A •g� TERGAL ANCHORS SEE ELEV.FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g• 3 - oAgaaa SILICONE OR ACRYLIC SEALANT. --S s 8 ------- oow PRAIMICF REVISED ,x F� 70692 Budd ng CCI 1h We FLmhfa , � BY EXTERIOR adBFPto6vot• drawing no. WNOUW WIDTH x1NTTow wIDn4 . 1�i W06-34 sheat 5 of 7 . . ... . . . ... .. .. . . . .. .. . • . . . . . . . . . . . ... . . . . ... 1.425-1 p--3.aaz� .125_i v I • • • • • • •• � �.062 111 A' • • • •• .509• • .438 4Y • • • • • • •• zoo 1.650 462 .847 .062 1.500 2.500 .062 s•• • • O• 1, • 1• ••• O �r Q ,� II 3.069 3.719 1.000 9.-._ o 1.082•�I � � I .822 1.406 •• • • • 1- *0• •• •125-H 3.168 1430 • • • • -j• � a • • • • "ice•• • .530 tO FRAME HEAD E-2.375- • • • •• �5 _�MTG. RAIL REWDROINGS WrG. RAIL REINFORCINGS 1.000 O FRAME JAMB ® Nil FIN (HEAD) STEEL ALUMWUM 3.340 1400 1'230 .�S 11.Z ar 41 q,... .052 2.186 750 8B82.190 1.187 � 1.158 .040.802 862.125 2.500 ® 32 OQ NAIL FIN (JAMB) TOP RAILTEEL REINFORCING TOP RAIL ALUMINUM INNFORCING FIXED MEEi1NG RAIL Q VENT STOP ze 1.375 O 3.199 ®1188 ,540 .040 ,bpp J Z �i yno 1.750 .052 2x50 1.374 462 �9 1.324 .923 -¢ p m -� a 28W 462 3277 121s O Z .868 ' GLAZING BEADS QM 1400 f-R ' 0 VENT TOP RAIL 7O SASH SIDE RAIL Q NAIL FIN (SILL) ® LATCH LOCK -2.202- -.997 .202.997 2202 3.245 rp• .297 f3 g O$$000 .062 �a8>35== 3.812 ,082 oga�ao 4.312 °J =o�SE 4.347 F2.&W moor.. 3.927 3.330 3.430 3.368 • 482 2.839 ej 482 'F F J+1CML PRODUt.`f E SBD 3 RA.PE 1 70592 Bqpm d .684 .884 I '3536 " $ 3.141 3.141--^t �Pt�callo>!g� 1.375 1.375 2 2015 1 , 7 drawing no. 0 VENT 60TTOM Rats ® NM* �rRMIE�BE USM W06-34 sheat 6 of 7 • • • • • • • • • • 21 0 ••e • • • • {�� 000 0 UA • • s o • e • • Z 3 fro • • ••• •• /� • • • • • • • d'a e s • • ^ p •• • • �6ad 0 VENT TOP CORNER v FRAME TOP CORNER � ��� z �s U ; 0 m� r P2 CO. Oil c Mm O m VENT BOTTOM CORNER Dqnmo#AIM ra0aucII'MISM FIA PE oaownyl tbliaPlwida `" CAX A=Mtmw d6lbOfo7 S 20 58s8 I 12 ProEua drawing no. FRAME BOTTOM CORNER 11 W06-34 sheet 7 of 7 M AM MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv T.M.Windows LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami—Dade County Product Control Section(in Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miaml—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- 0*0 0 DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window--L.M,I. • *0000• 0.0 0.0 APPROVAL DOCUMENT:Drawing No.W0-81,titled"Series 805 Alum.HorizontafRollini Mylv. '. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/l5,0�*rggj*jed by Af-farooq •; Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade CoppIX Product Cogtrol ;••••; Revision stamp with the Notice of Acceptance number and expiration date by the 1V WW!Dade:C50Afy Product Control Section. 0 0.0 0. . .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant " 0* 00 00 00 00 0 LABELING: Each unit shall bear a permanent label with the manufacturer's�arfle;or logo, city, stats..;. model/series, and following statement: "Miami-Dade County Product Control Aeproved", unWs otherwise noted herein. .00 : 0000 :00 00 i 0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there lias been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0505.29 CMIA�Mlj-6�COTY Expiration Date: May 13,2019 �1111Te J���l� Approval Date: August 13 2015 Page l T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .09 2)Uniform Static Air Pressure Test,Loading:?er.FPC TA02d-94 •••••• 3)Water Resistance Test,per FBC,TAS 202-94 V: 0 4)Large Missile Impact Test per FBC,TAS 1¢1;.4 •• :0*0*: 5)Cyclic Wind Pressure Loading per FBC,TAS203-94. :9096: 6)Forced Entry Test,per FBC 24113.2.1, TA&282-94 :•• 00:096 along with marked up drawings and installation diagram of aft**4inum iQAtQntal •• •• rolling window,prepared by Fenestration Testing Laboratory,*In&,O Test Report No. FTL-5457,dated 01/22/08,signed and sealed by Carlos S.Rf onda.0P.E. 0 0000% (Submitted under NDA No. 09-0105.02) • '�'11 • • • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F13C T40 f0; -94 �•�• 2)Large Missile Impact Test per FBC,TAS 201-94 00 0 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -5459,dated 01/17/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Manuel ,P.E. Z: Product Contr miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(cowiNUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS.201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.41) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largawpada, P.E. 0000 0000.. (Submitted under NOA No. 04-4120.01) •• • 0000•• • 0000.• • 000°0• • • • C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis,complying with IM'MIV-Vb ••••• Edition (2014)and of no financial interest dated 03/16/15 and tClftd on.0$M115, ••'••• prepared by Al-Farooq Corporation,signed and sealed by Jav j ��imad,P�*• ••• • 2. Glazing complies with ASTM E1300-09 • • • . . 0000.. • . . 000 0 .. D. QUALITY ASSURANCE •• ••`• • 1. Miami-Dade Department of Regulatory and Economic Resources(RER). " E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 3. Notice of Acceptance No. 13-11.26.20 issued to Allnex USA,Inc. for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. J--,Mfj-L P,"�4A 3 Manuel P ,P.E. Product Contr Ex finer NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. • Statement letter of conformance, complying with FBC-5* Edition (2014), and of no financial interest, dated March 26,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edniundo Largaespada,P.E. •••. (Submitted under NOA No 04-0120.41) '0000` *see:* G. OTHERS •••••• •• •••••• 1. Notice of Acceptance No. 14-0107.08,issued to T.M.Window.,LC,for their.Series ;••••; "805"Aluminum Horizontal Rolling Window-L.M.I.,appr4si-od 02/201M Mid ..... • s expiring on 05/13/10. 69 •••••• •• •••••. • • • • • •••••• Manuel PKC) P.E. 4 Product Control Wininer NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 3/16"ANN.CLASS 3/16`HEAT STREWD,CLASS AODL ANCHOR REGO. U 090'hftorloyer 090'Interklyer FOR INSTALLATIONS INTO WOOD STRUCTURES OR m Soflex Clear And Color Glass Kuroroy SentryGlcs THRU WOOD BUCKS INTO MASONRY By'Eastmon Chemkal Co.' By'Kuraroy America.Inc.' 74'MAX. - WINDOW WIDTHWIDTH3/16NN."AGLASS 3/16'HEAT STREWO GLASS a 9 3/8' MAIC. 8"MAX. 1 Ig SILICONE SILICONE FALSE MUNTINS 6' HEAD IEA0 tU g m GE RGS7700 GE RCS7700 (SURFArEMAAPPA A 3'SILL DOW CORNING 995 9 DOW CORNING 995 Y fiE USER T. s I Ito n 13 f�� n o I3 II !. III � II L7 p 3RE 4 �� ri D ,jII .i E O 5 -=-,I=�=-Jiit 4 ==�==�=A = E �ap 6 AT 1/4 POINTS ON UTES AT 1/a POINTS ON LRES p W(OIR THAN 36'ONLY WIDER THAN 36'ONLY = G7 yII,•/ -- II p ro IJ ---I I - TJIm YPE 1B, 7/16 OVERALL CLASS 7/18TOOVERAL GLASS 1/8'TEMP.GLASS y o o U II 11 3/16'HEAT STREN'D GLASS 3/16'ANN.GLASS 1/4"AIR SPACE =_y ---jrj_--_n =_ 120'Irlterloyer .120'Interlayer 1/8"ANN.GLASS tivekol S Uvekol S 090"kderloyer •• 8y'Agmx USA,Inc.' By'AlIlm USA,Inc: Soflex Clear , Color Glass o By'Eastman Chen*W Co. 1 O M v 3/16'HEAT STRENO GLASS 3/16"ANN.GLASS 1/8"ANN GLASS ()K 327/8- 33 1/2" "m W r,4 SILICONE SUCON£ SILICONE DL OPG. DL OPG. j GE RG57700 GE RGS7700 GE ROS7700 $ _ DOW CORNING 895 DOW CORNING 995 0e DOW CORNING 995 37 1/Y °n 0 u 13 i! ii 0 13 VENT WIDTH z n.m0to i ^ TYPICAL ELEVATION 3 z M c XO OR OX SIZES R o o MAXIMUM DESIGN LOAD RATING - PSF AT 1/4 POINTS ON 1.ITES A7 1/4 POINTS ON LITES FOR SfZES SHOWN ABOVE OR SMALLER O WIDER THAN 36'ONLY WIDER THAN 36'ONLY AT 1/4 POINTS ALL SIZES CLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'C' GL736 TYPE b' GLASS TYPE$' EXE(+) 1NT.(-) EXT.(+) 1tQT.(-) EXE(+) 1NT.(-) EXr.(+) INT.(-) EXE(+) I%S-) y TYPE 'C' TYPE 'D' TYPE 'E' 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 M 79.0 6 1/2"OVERALL GLASS 1/2'OVERALL GUESS 11/16'OVERALL INSUL GLASS c R LOADS MOWN ABOVE ARE FOR WINDOW VENCS WITH SPRING LOADED ALUMINUM LATCHES. GLAZING OPTIONS FOR MEAUIC SWEEP LATCHES UMIT MAX.LOADS TO t80.0 PSF. M R NOTE: • SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDTY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ •• 004 • • • • • •• m �= AND FLORIDA BUILDING COMMISSION a DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND ?O EOMPLYGWIM 1}7[ 2 o$ d �e�f" DECLARATORY STATEMENT OCA05-DEC-219 o CHARTS SHOWN ON SHEETS 1 & 2 REQWREMI]VTS OF THE FLO BURDI G• I HIRH•ELOEITY S - HURRICfE ZONE(HYHZ). • • • • • • ••e •• <m u c m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS,Aft BE%"OREDRINROPERLY TOPoWSfiA TT SE' ARE RATED FOR LARGE&SMALL MISSB.E IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL R01-UNG WITH OTHER LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. o MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DAOE COUNTY ANCHORS SHALL.BE AS USED, SPACED AS SHOWN ON DEARS,ANCHORS Env.am AFRAID APPROVED MULUONS IN BETWEEN. EMBEDMENT TO BASE MA SHALL BE BEYOND WALL DRESSING OR SIUCCO. Can. PRODUCT RBVLRW S LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL �_••• •• ••• • FA PE 70592 es wmply3ag wllh 6»Edi $ NNCHORIN OF LO DINC O ON ONB NOT SHM IN TYESE OETAJ ORE• • Com• Ac BtdMWS Code lS � WILL APPLY TO ENTIRE SYSTEM. •• • • • Oma g jj A LOAD DURATION INCRFASEeIS USJ%IN D446F AQCj,A;dl Oh�.Y. ALL.SHIMS TO BE HICH MACT,AN-METALLIC AND NDN-COMPRESSIBLE. • BY drawing no. Cit mw COOTM INCLUDING IT OTTHHER DISSIMILIMITED LAR MA/TERRIIAALLS S LLL MEET qAPR2015 Vd08-81 REQUIREMENTS OF THE FL0j0k•8UI6MNG CODE., sheet 1 of 7 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 0 ADOL ANCHOR REDO. �f FOR INSTALLATIONS DOR AODL ANCHOR REOD. V WR00 STRucruREs OR THRU WOOD BUCKS WTO MASONRY 111'MAX. FOR INSTALLATIONS INTO � m WOOD STRUCTURES OR 3 WINDOW WIDTH 49TU WOOD BUCKS INTO MSRNRY 111"MAX 10 1 MAX. WINDOW WIDTHFALSE MUNnNs 8' . 9 3�. (SURFACE APP= 3" AT FOL LITE MAX. 8HEAO\SILL 'MAX. FALSE MUNTINS 147/8 3' 6'MAX. g MAY BE U 3 FIAF.7AD� (S��BE tSEo) 3 H MAX 3• HEAD/SILL p O --u� CORNERS p, 1 1 1 , I SQL 1 11 t a 0 pc' �� 4 1' It 'I It JL D ,,Ir ----lr --'I=__=� = k-- I 4 I ---1r---z 8 II /. ❑ II /. I� — C _ l 4 II II .i✓. �i .O io c 5 .1 �( lL z M E—r 11 I iii ci I 1 qq N / it M\ �F i�aa •I tl 'lt� atl •� t • k > -11 II �I _==aF===fir'___ o � n ___=yF===- _--�I-===_O._n e� y°Q G57 �j 0 II a II m„J u y 3 m � 4 ii 'i ii —IL --�'--_ I M— — --�L - r --�r-- ==�i===N - It p 3 I ppQQ a 32 tj 7/8' 33 1/2" 32 7/8' CE 24 s/8" 5O•MAX 24 S/8' y! BIW D.L OPG. O.L.OPG. D.L.OPG. $ D.L OPG. D.L.OPG. O.L OPO. w$ j U 37 5/8"WI37 5/8" 29 1/4" 29 1/4" s b m VENT M VENT WIDTH VENT WIDTH VENT WIDTH �I Zg z o XOX SIZES TYPICAL ELEVATIONS XDX SIZES M MAXIMUM DESIGN LOAD RATING — PSF MAXIMUM DESIGN LOAD RATING — PSF F a FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER O MASS TYPE'A' ULA88 TYPE'B' C1A-9 TYPE'C' MAW TYPE'E' Gus TYPE'A' G1,Asa TYPE'e' EXT.(+) iNT.(-) EXT,(+) 1Nr.(-) EXr.(+) INT.(-) EXT.(+) 1NT.(-) EXr.(+) INT.(-) EXT.(+) 1NT.(-) 80.0 90.0 1 90.0 1 130.0 1 90.0 90.0 79.0 79.0 80.0 80.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. LOADS SHOWN ABOVE ARE FOR WWDOW VENTS FOR METALLIC SWEEP LATCHES LUT MAX.LOADS TO 180.0 PSF. WITH SPRING LOADED ALUM LATCHES. 4 FOR METALLIC SWEEP LATCHES LOW MAX.LOADS gq TO t80.0 USF. S • • • • • • • • o g� - 0.0 • • • • • . • • EW�AHSAO PRODUCT RHVISBU W •� FTA.PE B 70392 sM1� with 60 Flaft 1 ••• ... •.. ... ••. • • -3338 Aeeaplence tQo 15-0 • • • •• . 0.0 • • lOffie. •• • • • JdOTFi • •• • • 00• •• • •GLA9rhoWACITIES 0111 TblIS SHEET ARE Bgyy drawing BASE ON AS"'E130U-09 (3 SEC. GUSTS) Miami �0881 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 AP 0 7 zm sheat 2 oT 7 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • 0 0 •• • • TYPICAL ANCHORS SEE FLEX TYPICAL ANCHORS t ABY FOR SPACING SEE ELEV. WOOD BUCK METAL FOR SPACING X!A dEDGEDIST. STRUCTURE p� =--_------_-=-----4 • d' a ' z 100 XX 3//0"PH SMS K x YI 1 I MIAMI-RADE COUNTY APPROVED 11 O PER CLIP �n FYI i MULLION&MULLION ANCHORS 1 F. DISF. a 1 EDGE 11 SEE SEPARATE NOA 11 z xd \ c \ t I 1 EDGE DIST. 11 d I 2M —� ---- -- --- 0g 8 6 \ti •j! i1 ii 'i t4 4"LONG TYPICAL ANCHORS q+J Q I I j j WIND LOAD CLIP TYPICAL ANCHORS SEE El". •a tt t !i 11 SEE ELEV. FOR SPACING FOR SPAaNG Z I WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE ! :, HENS: TYPICAL ANCHORS: SEE ELEX FOR sPAcm ! ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1 4 D TR N BY`ELrn' t! !! i. it / " (Fa=177 fCSi,fye15S c� .. i, SILICONE OR ACRYLIC SEALANT' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES g a WEEPHOLES: 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) V� o W 4 Wt - 1-1/4"X 1/4"WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CDNC. OR MASONRY �Z AT 4-7/8"FROM EACH END AND AT MIDSPAN 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) �T 3= ` W i. "i �• .! W2 - 1-1/4"X 1/4"WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3wv AT 4-7/8"FROM EACH END AND AT MMWAN 086 1 jDIRECTLY INTO CONC. OR MASONRY° W3 = 2" LONG WEEP NOTCH AT EACH ENO Z a IM j, ,• f-t/4' MIN. EMBED INTO CONCRETE (HEAD/SALE) W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 3Z q 1-1/4'i MIN. EMBED INTO CONC. OR MASONRY (JAMBS) M r � o �, i if ii l/4" DTA. TEK_c SELF DRILLING SCREWS BY'11TH'(GPI10E S CRS) 1 !i INTO METAL STRUCTURES o STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM -. 1/8"THK. MIN. (6063-T5 MIN.) to if ! ;! i! ;. 21© 1 t SILL CLIP ADAPTER (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTT�) ! it �I a i• y $14 SMS OR SELF DRILLING SCREWS (GRADE 2 Cts) R INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN.THK. = 1/8") o 3 e (NO SHIM SPACE) 1YPIC21 EDGE DISTANCE , :1 W3 2e INTO CONCRETE AND MASONRY - 2-1/2" MIN. • • • • • • •• INTO WOOD STRUCTURE = f' MIN. 8 San 2 B W4 t0 • • • • • • • • INTO METAL STRUCTURE - 3/4' MIN. o p g 2 \ •• • • •• •• WOW AT HEAD,SIL OR JAMBS SO -0.55 MIK 1 •• • • • •• CONCRETE AT HEAD,SNL OR JAMBS f c -3000 PSI MIN. 44— G90 HOU OW/FILLED BLOCK AT JAMBS f'm- 2000 PSI MIN. _ do 4•d e. F1gF.JAVADAFIM PRODUCFRBVISBD T v 1 LLL .`i ` •. , :•:� • t •• • • FlAP J 705FI2 Bo(uY�Os ldo Florida S1 •tCIVIL Due curs ding e� w� d•. •.4 4 a I a'TYPICAL ANCHORS ,:, ♦.. e• ` ° "• •• • • • • • Acceptortoe NID v. )9 iG •J • �8 SEE ELEV. ?.. • • • • • •• • • o•• • :A..•• e 1 I FOR SPACING •d• •:, ..••• x 33 Pmt N�4aN•R• •• ••• BY F drawing no. d Nit 1F2 t m DIST. ' EDGE DIST. PR 0 7 201 W08-81 IAhoet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 '/� 0 VENT WIDTH O ❑ ro�,� " I B 1/4'MAXMETAL z 3 , �ANCHORS STRUCTURE 1 q 15 B SHIMS FSEE EL OR SPACING 1/4 19 19 e O ._......._._._._._._. __._.__.-._._._._. '0 Is a `1----- SCREENS GPI. ------� .._.._.._.._.._.._.._.. ..-.._.._.._.._.._._.._.. 19'� O WAD BUCKS !W�• dI�` TYPICAL ANCHORS SEE E". 4 DA.o. 5 r LI FOR SPACING 3110 EXTERIOR a a Zj WINOOW WIDTH XO.LAYOUT m ox OPPOSIM C p 1/4-MAX 1/4'SHIM VENT WIDTH O VENT WIDTH SH IJAS & O n a BY WOOD BUCK TYPICAL ANCHORS J z OR 03:6 1 SEEM I O� �:3FOR SCING Z _ Wz O ......... EPA OL IS OPT. 00 .-.. .. _- O.L.O. Illy TYPtM ANCHORS 18Y FOR SPrc EXTERIOR wow ° g WINDOW WIDTH g %0% LAYOUT m € TYPICAL ANCHORS SEE ELEV.FOR SPACING C 0 • 17-+T • VENTS WITH o s m o W • •.• •• • i� • » SPRING LOADED LATCHES -- _- Etw: AH1G0 gtppUCi•REVISBD .a c • •• •• •• i i ii Tas�mP►Y�B�vith6�eFK i i • • • y • CAK 3m ode 19-0�+3.2� FLA.FIE 0 7OW2 I• •M Dace 19 S 3 •.• :• -.: -c • I r • -------SCREENS OPT. L___f �' drawing Ao. EXTERIOR 07 2015 W08-81 e. WINDOW WIDTH _ • WINDOW WIDTH ,, sheet 4 of 7 • • • • • • • • • • / SHIM O O Ottll MAX. VENT WXRH fp 18 1/4'MAX IYPICAI.ANCHORS Z ' STRDTU METAL 1 4 15 6 S19MS SEE ELEV. • .FOR SPACING o $ yaW � t9 --------- - _ I've 17----SCREEOPT. 0 tay A 4�1 TYPICAL AN044R5 SEE EL4 O.L.O. y FOR SPACINGNG EXTERIOR 5 .•.d �• a W&VOW WK XO LAYOUT OX OPPOSITE C MAX 4' Sia ^ 1/4'SHIM VENT WtOTH O 1/ VENT WIDTH smMS O M MAX K WOOD18Y WOOD BUCKS o W V � zea ------ - - '°a k --6CREENS OPT. — __ 3.069 1.375 '^� 1.000 1TEM PART' ODAM= DESCRff710N MATERIAL MANE./8UPP1.16t!(BEMABKa .062 .062 I 1 TM-130 1 FRAME HEAD 6063-T6 - ro� 2 TM-1339 1 FRAME SILL BASE 6063-T6 - 1 054 1.175 .686 II IU L1� 3 TM-134 1 FRAME SU TOP 6063-76 - Z 2437 1.425 1.250 .1251 h- 4 TM-132 AS REOD, FRAME JAMS-VENT 6063-TG 5 TM-131A AS REO. FRAME JAMS-FDO 6063-76 to WIND LOAD CUP 6 TM-138 2/VEM TOP AND BOTTOM RAIL 6083-T6 - 6 g 1.SO 1•� 7 TM-139 1/VENT JAMB STILE 6063-T6 O TOP&80fTOM RAIL 1.000 8 TM-140 1/VENT MEETING STILE 6063-TB - 1 A30 � r 9 7M-137 1/VW FIXER STILE(SPR010 LOADED IATCJI) 8983 T6 9A TM-137A 1/VENT FIXED STILE(SWEEP LATCH) 6063-78 - A. OFRAME HEAD 1.750 1,060 10 TM-136 t SILL TRACK INSERT p83-T6 - VVV 0Iy . 11 TM-135 1 ALL CLIP ADAPTER,12'LONG 6063-T6 AT MTC.SIDE LOCATION Q Q I 12 TM-11s 1/VENT SPRING LOADED VENT LATCH.3-1/8'LONG 6063-76 AT MID SPAN q) 1.480 .125-91 IZA - 1/VENT METALLIc SWEEP LATCH - AT MID SPAN .077 2.201 O MTG. STILE REINF. 129 Q8 X 3/4' 2/LATCH SWEEP LATCH MOtINIING SCREWS - FH SMS LL 57 6) 1375 is 13 TM-141A AS REOD. GLAZING BEM(LAMOUTED GLASS) 6D63-T6 - § .313 .563 .065 1.000 13A TM-181 AS REO. CIAZQ4G BEAD(INSUL.LAM.GLASS) 60836083-T6- - g3 .500 14 TM-154 AS READ. WORD LOM Cr,4'LOW 8063-76 1.420 2.312 1S - 1/STILE MEETWO ST9E IMKFOR= 6063-T6 is - 2/SOLE FDIED STILE REMRCNG 6083-T6 - 107-1-- 07 1.000.125 j• 17 W31225 AS REO. FIN SEAL WSMPPDIG(.270•X.220•HIGH) WOOL - i0 SILL TRACK O JAMB STILE -i 1s W43371 AS Raw. FBl sm W'SNBPP=(.187"X.370'L8 WOOL - 1.071 19 W43201 AS RECD. FIN SEAL WSMPP=(.167'X.200'HILA WOOL - .. 2.312 20 P5043 - ADHESIVE HACK CASED CELL FOAM - 7/B'X 1/2•X t-7/16'LONG 3 p o 18 �. STILE REINF. 21 - 2/VENT VENT ROLLER HOLISM&GUIDE PLASTIC AT EACH END 1.2SS .082 •OS 22 - - VENT ROLLER/W1tEFl 9R/SS - V IMP. 1.296 23 }12 X 1' 2/CORNER FRAME ASSEMBLY SCREWS - P.H.PHDLPS SMS o Z 2.373 24 #10 X V 2/CORNER VEHT ASSEMBLY SCREWS - PA PHILLIPS SMS N= .929 137S1.00 1' ,gqg 2S - //LATCH VENT LATCH SPRMG Sr.STEEL - $a 1.235 26 W31175 AS RE00. FIM SEAL WSTRIPP91G(.187'X.175-Hl" W001 - EEEQ]�� II 11 SILL CUP ADAPTER 27 TM-151 1 SILL RISER 6063-76 - z_ 0^ 1.750 .062 28 - AS READ. SETTING BLOW EPOM WROMETER 8915 SHORE A 3Z 1.408 ra �B MEETING STILE t2 VENT LATCH 121- 2.312 4 .055 ,(15[- 6 .435 .183 Lg; ,II{- 3.270 �( .802 .040 S62 .540 2708 7.437 i ' 1.237 t• 1 1.23 q .062 L TMP. � 923 .925 1.7817 1.750 w 1.641 a O FIXED STILE(SPRING LATCH eA FIXED STILE(SWEEP LATCH 13 GLAZING BEAD GLAZING BEAD o $O (LAM.G ASS) (INSUL LAM.GLASS) O FRAME SILL TOP 1,764 •• ••• • • • • •• J- � �� • • • • • o • • o S d i6'� A62 .082 •• • • • • •I •• G<m 1r a.0 �, M,, • • •.062 • •• 0 28 1.919 1.799 �am PRODUCT RELVLSED �_ •° 3.042 3.263 3.168 3.042 FLA.PCw E702W2 LEG • • • • • • • Buadi4g ColoAS REO. • oo DeloO • • ••• i• o•i ••• By D-. d��ml Wing fro. 3.068 .875 .875 47 205 1T�8-8 O FRAME SILL BASE O FRAME JAMB - VENT �5 FRAME JAMB - FD(ED 27 SILL RISER sheet g of 7 ••• • • • ••• • • . i �ASSE(T),12 x 4•PH.SIS (ASSEMBLY SCREEWS ,cam, /'2) tCY SCREWS*PK S645. !ltR.V SC IYIJ tigy/ I j 14 0 FRAME TOP CORNER m n �r FIXED MTO. RAIL TOP CORNER o o VEN (4)012 x Y SCRE/4*PH.SMS. T TOP CORN ER V O r� u o Z x OOm �z7d' a • Fla 0 (2)/,o x � \\, • •PHs nssEa�r scREvs •1•• • • • •• •••FlDM RLROMms • naNER e I Engr • • • • ses.••• • • 70592�zui Aaepulmtw% • • • • A�� WCGMpyfNPwo roilthd aft FSfDdOde FRAME 80iQCORNCBaUdi"CodeA � gx s • Doft •• • e • • • • •• VENS :CNEe•• •• ••• s3Sdh rWe aaOwomati+$n 7g-o8ft ro1M • • • Ro • • • • • • e • • • • • •• •• • a • •• ••